HomeMy WebLinkAboutR-382003SE ]/4, SW ]/4, SEC. O5, T. 23 N., RASE., W.M.
KING COUNTY, WASIMVGTON
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UTILITYCONFL[CT NOTE.
CAUTION.-
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE
PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL
AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL
INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE
EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY
VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS
SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR,
THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO
RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
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BM.
i/
SSMH 54 — SS12
RIM=40.70' r; M
I.E. 8" PVC N.=34.27'
I.E. 8" PVC S.=34.17'
a 4
146T�q 15E
i
�41 f
r
t F
N,
POLE ' r '
'
EX FA
I;
SCALE: 1 " = 20'
"w 1
20 10 0 20 40
OVER 40% SLOPE AREAS
G' EQUIPMENTAND PROCEDURE
BASIS OF BEARING:
N 18' 14'33" W BETWEEN FOUND MONUMENTS ALONG LAKE
WASHINGTON BOULEVARD NORTH PER REFERENCE 2001 SURVEY.
CITY OFREATON BM
CITY OF RENTON BM 12177. 3.5" BRASS DISK AT
NW CORNER OF CONC. BASE OF SIGNAL BRIDGE AT
RIR CROSSING AT N. ENTRANCE OF COULON PARK.
ELEV. =37.25
BM
INVERT ELEVATION OF N. 8" PVC PIPE IN SSMH 12
(ASPI PT 1 1102) ACCORDING TO AS -BUILT DRAWING
IS -322206, DATED 5/2/06.
I.E. = 34.27
HORIZONTAL DATUM:
ASSUMED
VERTICAL DATUM:
NA VD 88
CITY OFRENTON
APPROVED BY• DATE: �S
APPROVED BY: DATE:
APPROVED BY: DATE:
is Imsim T ENSINNERING CO.
P.O. BOX - 1478
EVERETT.) WA 98206
(425) 303-9363 (425) 303-9362 FAX
INFO ar INSIGHTENGINEERING.NET
SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N.
2ND BUILDING REVIEW BRK 06-19-2015 RENTON, WA 98056
BUILDING PERMIT SUBMITTAL BRK 04-06-2015
DESCRIPTION INITIALS DATE TAX ACCOUNT NO.'S: 3344500007
PE&1 ff NO: Ul. W2S18
R. SE 1/49 SW 1/4, SEC. 059 T. 23 N., R.05 E., W. M.
Wqs�� LEGACYRENTON
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DWG FILENAME DESIGNED BY. DATE: SCALE: JOB NO.:
130623 -FIM -MG JRC ' 11-04-2013 l--20' 13-0623
SHEET
S j OIITAL
• EXISTING FEATURES MAP C1.2
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i
�41 f
r
t F
N,
POLE ' r '
'
EX FA
I;
SCALE: 1 " = 20'
"w 1
20 10 0 20 40
OVER 40% SLOPE AREAS
G' EQUIPMENTAND PROCEDURE
BASIS OF BEARING:
N 18' 14'33" W BETWEEN FOUND MONUMENTS ALONG LAKE
WASHINGTON BOULEVARD NORTH PER REFERENCE 2001 SURVEY.
CITY OFREATON BM
CITY OF RENTON BM 12177. 3.5" BRASS DISK AT
NW CORNER OF CONC. BASE OF SIGNAL BRIDGE AT
RIR CROSSING AT N. ENTRANCE OF COULON PARK.
ELEV. =37.25
BM
INVERT ELEVATION OF N. 8" PVC PIPE IN SSMH 12
(ASPI PT 1 1102) ACCORDING TO AS -BUILT DRAWING
IS -322206, DATED 5/2/06.
I.E. = 34.27
HORIZONTAL DATUM:
ASSUMED
VERTICAL DATUM:
NA VD 88
CITY OFRENTON
APPROVED BY• DATE: �S
APPROVED BY: DATE:
APPROVED BY: DATE:
is Imsim T ENSINNERING CO.
P.O. BOX - 1478
EVERETT.) WA 98206
(425) 303-9363 (425) 303-9362 FAX
INFO ar INSIGHTENGINEERING.NET
SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N.
2ND BUILDING REVIEW BRK 06-19-2015 RENTON, WA 98056
BUILDING PERMIT SUBMITTAL BRK 04-06-2015
DESCRIPTION INITIALS DATE TAX ACCOUNT NO.'S: 3344500007
PE&1 ff NO: Ul. W2S18
R. SE 1/49 SW 1/4, SEC. 059 T. 23 N., R.05 E., W. M.
Wqs�� LEGACYRENTON
tie a
DWG FILENAME DESIGNED BY. DATE: SCALE: JOB NO.:
130623 -FIM -MG JRC ' 11-04-2013 l--20' 13-0623
SHEET
S j OIITAL
• EXISTING FEATURES MAP C1.2
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Z
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x
Z
CD
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w
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z
111
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